Lateral Load Deflection Curves for Reinforced Concrete Short Columns Failed in Shear
博士 === 國立臺灣大學 === 土木工程學研究所 === 102 === The reinforced concrete (RC) Short columns in building structures are generally considered to be members with high stiffness. They usually sustain large forces during earthquake and are susceptible to brittle shear failure. In the mechanism of lateral load resi...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2013
|
Online Access: | http://ndltd.ncl.edu.tw/handle/03790235282659707929 |